Freeport NIP(4)-LR 960326 (2)REPORT NO.:
PROJECT:
LOCATION:
2 5 J~ NO.:
Freeport North
Tilt wall panel - #38
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
ARCH~NGINEER: Gromatzky Dupree & Associates
DATE CAST:
SPECIFhCAT~N:
QUANI~TY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
0 4 / 0 2 / 9 6OROER NUMBER:
CONTRACTOR: McFadden & Miller
REPORTED TO: M.E.P.C. American Properties DATE:
03/26/96
4000 PSI
10/270 yds
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXJMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH,
AVERAGE STRENGTH, PSI:
TYPE BREAKc CONICAL (U.N.O.)
REMARKS:
FN032601
95,000
7
3360
LA~RATORY NUMBER
FN032602
28
FN032603
28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT *F MIX
34 53
~ME
OF
SAMPLE:
07: 30
SQU.CE OF CONCR~E: TX I
°F,
TRANSPORTED BY
03/27/96 Reed
9JR CONTENT ~/e, SLUMP
.,x CODE: 3 9
PICK-UP CHARGE:
5.00
TICKET NO.: 560284
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
DISTRIBUTIOR:
(1) M.E.P.C. American Properties/Mr. Rob Ahmut~~~~
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~y~-~~~'r-.
(1) City of Coppell/Mr. Larry Davis S,GNED'
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C 31, C ~, C 1~, C tn, C 192, C ~, OR C 1~ P~E~LOF---2~-
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350~019
REPORT NO,:
PROJECT:
LOCATION:
25
Freeport North
Tilt wall panel - #44
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
JOB NO.:
03/26/96
4000 PSI
150/270 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
co~RA~: McFadden & Miller
REPORTEDTO: M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
04 / 02 / 96ORDER NU,SER:
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, OAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN032604
84,500
7
2990
LABORATORY NUMBER
FN032605
28
FN032606
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
09:35
DAYS, LABORATORY FROM
1
*F MIX
35 58
AMIP~
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
03/27/96 Reed
AIR CONTENT ~, SLUMP
7.00
PICK-UP CHARGE:
MIX CODE: 3 9
TICKET NO.: 560320
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Gromatzky Dupree & Associates/Mr. Scott McCr~~~-~~
(1) City of Coppell/Mr. Larry Davis
D,STR,EUT,ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobsen
(1)
SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 10~4 PAGF-._~.OF~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-OO19